CN219768639U - Mixed type prestressed reinforced concrete pipe pile - Google Patents
Mixed type prestressed reinforced concrete pipe pile Download PDFInfo
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- CN219768639U CN219768639U CN202321229567.7U CN202321229567U CN219768639U CN 219768639 U CN219768639 U CN 219768639U CN 202321229567 U CN202321229567 U CN 202321229567U CN 219768639 U CN219768639 U CN 219768639U
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 35
- 208000027418 Wounds and injury Diseases 0.000 abstract description 4
- 230000006378 damage Effects 0.000 abstract description 4
- 208000014674 injury Diseases 0.000 abstract description 4
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
The utility model relates to the technical field of reinforced concrete pipe piles and discloses a mixed prestressed reinforced concrete pipe pile, which comprises a base, wherein a hollow slab is fixedly connected to the top of the base, a cover plate is fixedly connected to the top of the hollow slab, an inner pipe pile is fixedly connected to the top of the cover plate, a plurality of outer pipe piles are arranged at the top of the cover plate, a first sliding groove is formed in one end of each outer pipe pile, a first sliding block is connected to the inner wall of each first sliding groove in a sliding mode, a limiting block is fixedly connected to the outer portion of each first sliding block, and a limiting groove is formed in each outer pipe pile. According to the utility model, the production of the mixed type prestressed reinforced concrete pipe pile with different sizes is realized, the production efficiency is improved, the production cost is reduced, the clamping of the mixed type prestressed reinforced concrete pipe pile is realized, the shaking of the pipe pile during pouring is reduced, and the personnel injury and production accidents are reduced.
Description
Technical Field
The utility model relates to the technical field of reinforced concrete pipe piles, in particular to a mixed prestressed reinforced concrete pipe pile.
Background
The reinforced concrete prestressed pipe pile is prefabricated in a prefabricated member processing factory, after the prefabricated member processing factory is maintained and reaches the design strength, the prefabricated member processing factory is transported to a construction site, a pile driver is used for driving the prefabricated member processing factory into soil, then a bearing platform beam (plate) foundation is poured at the top of the prefabricated member processing factory, and when a dry wall and a factory building are constructed, bearing force caused by the building is required to be larger, so that people can use the mixed type prestressed reinforced concrete pipe pile.
Because different engineering requires different tubular pile sizes and wall thicknesses, the current mixed type prestressed reinforced concrete tubular pile is difficult to produce tubular piles with different sizes and wall thicknesses, the requirements of engineering are difficult to meet, the quality and the safety of engineering are influenced, and when the tubular pile with each size and wall thickness is required to be independently customized, the production efficiency is lower, meanwhile, the production cost is increased, the current mixed type prestressed reinforced concrete tubular pile is difficult to clamp, the tubular pile is difficult to clamp during pouring, and personnel injury and production accidents are caused, so the mixed type prestressed reinforced concrete tubular pile is provided for the defects.
Disclosure of Invention
In order to overcome the defects, the utility model provides a mixed type prestressed reinforced concrete pipe pile, which aims to solve the problem that the mixed type prestressed reinforced concrete pipe pile is difficult to produce pipe piles with different sizes and wall thicknesses under the normal condition.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a mixed type prestressing force reinforced concrete tubular pile, includes the base, the top fixedly connected with hollow slab of base, the top fixedly connected with apron of hollow slab, the top fixedly connected with interior tubular pile of apron, the apron top all is provided with a plurality of outer tubular piles, the inside first spout that is provided with of one end of outer tubular pile, the inner wall sliding connection of first spout has first slider, the outside fixedly connected with stopper of first slider, the inside of outer tubular pile is provided with the spacing groove, the inner wall of spacing groove is provided with the spring, the inside of outer tubular pile is provided with the second spout, the outside fixedly connected with second slider of first slider, the other end inner wall of outer tubular pile is provided with the draw-in groove.
As a further description of the above technical solution:
the bottom inner wall fixedly connected with motor of hollow slab, the drive end fixedly connected with plectane of motor, the outside of plectane rotates and is connected with a plurality of connecting rods, the other end of connecting rod rotates and is connected with square slider, square slider's inside sliding connection has the dead lever, the top of apron is provided with a plurality of recesses, the inner wall sliding connection of recess has anchor clamps.
As a further description of the above technical solution:
the outside sliding connection of first slider is at the inner wall of first spout, the outside sliding connection of second slider is at the inner wall of second spout.
As a further description of the above technical solution:
the outside sliding connection of stopper is at the inner wall of spacing groove, the one end of first slider and the inner wall looks block of draw-in groove.
As a further description of the above technical solution:
one end of the spring is fixedly connected to the rear portion of the limiting block, and the other end of the spring is fixedly connected to the inner wall of the rear portion of the limiting groove.
As a further description of the above technical solution:
the top of square slider fixed connection is in the bottom of anchor clamps.
As a further description of the above technical solution:
the bottom of dead lever fixed connection is at the bottom inner wall of hollow board, the top of plectane rotates the bottom of connecting at the apron.
The utility model has the following beneficial effects:
1. according to the utility model, under the mutual matching of the outer pipe pile, the first sliding block, the limiting block and the spring, the production of the mixed prestressed reinforced concrete pipe pile with different sizes is realized, so that the efficiency in production is improved, and the cost in production is reduced.
2. According to the utility model, the clamping of the mixed type prestressed reinforced concrete pipe pile is realized through the mutual matching of the motor, the circular plate, the connecting rod, the square sliding block, the fixing rod, the clamp and the second sliding block, so that the shaking of the pipe pile during pouring is reduced, and the personnel injury and the production accident are reduced.
Drawings
Fig. 1 is a perspective view of a hybrid prestressed reinforced concrete pipe pile according to the present utility model;
fig. 2 is a schematic diagram of a stopper structure of a hybrid prestressed reinforced concrete pipe pile according to the present utility model;
fig. 3 is a schematic diagram of a fixture structure of a hybrid prestressed reinforced concrete pipe pile according to the present utility model;
fig. 4 is a schematic structural view of a hollow slab of a hybrid prestressed reinforced concrete pipe pile according to the present utility model.
Legend description:
1. a base; 2. a hollow slab; 3. a cover plate; 4. an inner pipe pile; 5. an outer pipe pile; 6. a first chute; 7. a first slider; 8. a limiting block; 9. a second chute; 10. a limit groove; 11. a spring; 12. a motor; 13. a circular plate; 14. a connecting rod; 15. square slide block; 16. a fixed rod; 17. a groove; 18. a clamp; 19. a clamping groove; 20. and a second slider.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, one embodiment provided by the present utility model is: the utility model provides a mixed type prestressed reinforced concrete pipe pile, the on-line screen storage device comprises a base 1, the top fixedly connected with hollow slab 2 of base 1, the top fixedly connected with apron 3 of hollow slab 2, the top fixedly connected with interior tubular pile 4 of apron 3, the apron 3 top all is provided with a plurality of outer tubular piles 5, the inside first spout 6 that is provided with of one end of outer tubular pile 5, the inner wall sliding connection of first spout 6 has first slider 7, the outside fixedly connected with stopper 8 of first slider 7, the motion of stopper 8 has been driven to first slider 7, the inside of outer tubular pile 5 is provided with spacing groove 10, the inner wall of spacing groove 10 is provided with spring 11, stopper 8 has driven the motion of spring 11, the inside of outer tubular pile 5 is provided with second spout 9, the outside fixedly connected with second slider 20 of first slider 7, the second slider 20 has driven the slip of first slider 7, the other end inner wall of outer tubular pile 5 is provided with draw-in groove 19, the inner wall block of first slider 7 and draw-in groove 19 has realized the different sizes production of mixed type prestressed reinforced concrete, then, the efficiency when having reduced the production cost.
The bottom inner wall fixedly connected with motor 12 of hollow slab 2, through people start motor 12, the drive end fixedly connected with plectane 13 of motor 12, motor 12 has driven the rotation of plectane 13, the outside rotation of plectane 13 is connected with a plurality of connecting rods 14, the other end rotation of connecting rod 14 is connected with square slider 15, square slider 15's inside sliding connection has dead lever 16, plectane 13 has driven square slider 15 at dead lever 16's outside slip, the top of apron 3 is provided with a plurality of recesses 17, recess 17's inner wall sliding connection has anchor clamps 18, square slider 15 has driven anchor clamps 18 at recess 17's inner wall slip, the centre gripping of mixed type prestressed reinforced concrete tubular pile has been realized, tubular pile's rocking when having reduced the pouring then, personnel injury and production accident have been reduced.
The outside sliding connection of first slider 7 is at the inner wall of first spout 6, the motion of stopper 8 has been driven to first slider 7, the outside sliding connection of second slider 20 is at the inner wall of second spout 9, second slider 20 has made things convenient for people to stimulate, the outside sliding connection of stopper 8 is at the inner wall of spacing groove 10, the skew has been prevented to stopper 8, the one end of first slider 7 and the inner wall looks block of draw-in groove 19, the different size production of mixed prestressing force reinforced concrete tubular pile has been realized, the one end fixed connection of spring 11 is at the rear portion of stopper 8, the other end fixed connection of spring 11 is at the rear portion inner wall of spacing groove 10, the spring 11 has driven the slip of stopper 8, the top fixed connection of square slider 15 is in the bottom of anchor clamps 18, square slider 15 has driven anchor clamps 18 at the inner wall slip of recess 17, the bottom fixed connection of dead lever 16 is at the bottom inner wall of hollow plate 2, the stability of dead lever 16 has been improved, the top rotation connection of plectane 13 has improved 13 at the bottom of apron 3.
Working principle: when the pipe piles with different sizes are required to be produced, the second sliding block 20 is pulled by people, the second sliding block 20 drives the first sliding block 7 to slide, the first sliding block 7 drives the limiting block 8 to move, the limiting block 8 compresses the spring 11, the other outer pipe pile 5 is placed at a designated position by people, the second sliding block 20 is loosened, the spring 11 drives the limiting block 8 to slide under the reaction force of the spring 11, the limiting block 8 drives the first sliding block 7 to slide, the first sliding block 7 is clamped with the inner wall of the clamping groove 19, the production of the mixed type prestressed reinforced concrete pipe pile with different sizes is realized, the production efficiency is improved, the production cost is reduced, the motor 12 is started by people, the motor 12 drives the round plate 13 to rotate, the round plate 13 drives the square sliding block 15 to slide outside the fixed rod 16, the clamp 18 is driven to slide on the inner wall of the groove 17 by the square sliding block 15, the clamping of the mixed type prestressed reinforced concrete pipe pile is realized, and shaking accidents caused by pouring of the pipe piles are reduced.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.
Claims (7)
1. The utility model provides a mixed type prestressing force reinforced concrete tubular pile, includes base (1), its characterized in that: the utility model discloses a hollow pile structure, including base (1), hollow plate (2), top fixedly connected with apron (3) of base (1), the top fixedly connected with of apron (3) is interior tubular pile (4), apron (3) top all is provided with a plurality of outer tubular piles (5), the inside first spout (6) that is provided with of one end of outer tubular pile (5), the inner wall sliding connection of first spout (6) has first slider (7), the outside fixedly connected with stopper (8) of first slider (7), the inside of outer tubular pile (5) is provided with spacing groove (10), the inner wall of spacing groove (10) is provided with spring (11), the inside of outer tubular pile (5) is provided with second spout (9), the outside fixedly connected with second slider (20) of first slider (7), the other end inner wall of outer tubular pile (5) is provided with draw-in groove (19).
2. A hybrid prestressed reinforced concrete pipe pile according to claim 1, characterized in that: the novel hollow slab comprises a hollow slab body and is characterized in that a motor (12) is fixedly connected to the inner wall of the bottom of the hollow slab body (2), a circular plate (13) is fixedly connected to the driving end of the motor (12), a plurality of connecting rods (14) are rotatably connected to the outer portion of the circular plate (13), square sliding blocks (15) are rotatably connected to the other ends of the connecting rods (14), fixing rods (16) are slidably connected to the inner portions of the square sliding blocks (15), a plurality of grooves (17) are formed in the top of the cover plate (3), and clamps (18) are slidably connected to the inner walls of the grooves (17).
3. A hybrid prestressed reinforced concrete pipe pile according to claim 1, characterized in that: the outside sliding connection of first slider (7) is at the inner wall of first spout (6), the outside sliding connection of second slider (20) is at the inner wall of second spout (9).
4. A hybrid prestressed reinforced concrete pipe pile according to claim 1, characterized in that: the outside sliding connection of stopper (8) is at the inner wall of spacing groove (10), the one end of first slider (7) and the inner wall looks block of draw-in groove (19).
5. A hybrid prestressed reinforced concrete pipe pile according to claim 1, characterized in that: one end of the spring (11) is fixedly connected to the rear portion of the limiting block (8), and the other end of the spring (11) is fixedly connected to the inner wall of the rear portion of the limiting groove (10).
6. A hybrid prestressed reinforced concrete pipe pile according to claim 2, characterized in that: the top of the square sliding block (15) is fixedly connected to the bottom of the clamp (18).
7. A hybrid prestressed reinforced concrete pipe pile according to claim 2, characterized in that: the bottom of the fixing rod (16) is fixedly connected to the inner wall of the bottom of the hollow plate (2), and the top of the circular plate (13) is rotatably connected to the bottom of the cover plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321229567.7U CN219768639U (en) | 2023-05-22 | 2023-05-22 | Mixed type prestressed reinforced concrete pipe pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321229567.7U CN219768639U (en) | 2023-05-22 | 2023-05-22 | Mixed type prestressed reinforced concrete pipe pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219768639U true CN219768639U (en) | 2023-09-29 |
Family
ID=88107167
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321229567.7U Active CN219768639U (en) | 2023-05-22 | 2023-05-22 | Mixed type prestressed reinforced concrete pipe pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219768639U (en) |
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2023
- 2023-05-22 CN CN202321229567.7U patent/CN219768639U/en active Active
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